CLASSROOM ADDITION TO
L AT H A N
LINCOLN
HIGH
SCHOOL
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
ARCHITECTS
OWNER
CIVIL
MECHANICAL/
PLUMBING
STUCTURAL
ELECTRICAL
DRAWING INDEX (SET - 78 TOTAL SHEETS)
TO NASHVILLE, TN
FLORENCE
GENERAL
CLASSROOM ADDITION TO
ARCHITECT
(3 SHEETS)
STRUCTURAL DRAWINGS CONT.
HUNTSVILLE
DECATUR
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
TALLADEGA COUNTY BOARD OF EDUCATION
MRS. KATHY LANDERS
BOARD CHAIRMAN
MRS. SUSAN SHAW
BOARD VICE CHAIRMAN
MRS. SANDRA TUCK
BOARD MEMBER
BOARD MEMBER
MR. JOHN R. PONDER
BOARD MEMBER
DR. DONNA HUDSON
SUPERINTENDENT
DR. SUZANNE LACEY
LINCOLN HIGH SCHOOL
TALLADEGA COUNTY BOARD OF EDUCATION
TO MEMPHIS, TN
- CIVIL NOTES
- SITE DEMOLITION PLAN
- SITE LAYOUT PLAN
- GRADING AND DRAINAGE PLAN
- EROSION CONTROL PLAN
- SITE UTILITY PLAN
- CIVIL DETAILS
ARCHITECTURAL DRAWINGS
- GENERAL NOTES
- GENERAL NOTES CONTINUED
- TYPICAL DETAILS
- TYPICAL DETAILS
- TYPICAL DETAILS
TO ATLANTA, GA
TUSCALOOSA
TO ATLANTA, GA
20
280 231
65
MONTGOMERY
TO JACKSON, MS
DOTHAN
65
(3 SHEETS)
MOBILE
FP0.1
FP1.1
FP1.2
- FIRE PROTECTION LEGEND, ABBREVIATIONS, SCHEDULES, AND DETAILS
- FIRE PROTECTION FLOOR PLAN
- FIRE PROTECTION ATTIC FLOOR PLAN
PLUMBING DRAWINGS
P0.1
P1.1
P1.2
P2.1
P2.2
P3.1
10
TO BATON ROUGE, LA
AREA MAP
(6 SHEETS)
- PLUMBING LEGEND, ABBREVIATIONS, SCHEDULES, AND DETAILS
- PLUMBING GRAVITY FLOOR PLAN
- PLUMBING GRAVITY ATTIC FLOOR PLAN
- PLUMBING PRESSURE FLOOR PLAN
- PLUMBING PRESSURE ATTIC FLOOR PLAN
- PLUMBING RISERS
MECHANICAL DRAWINGS
REFUGE
448
(7 SHEETS)
.
'S
LN
.
N
CO
Y
LL
DEP
- MECHANICAL LEGEND, ABBREVIATIONS, SCHEDULES, AND DETAILS
- MECHANICAL FLOOR PLAN
- MECHANICAL ATTIC FLOOR PLAN
- MECHANICAL ROOF PLAN
- MECHANICAL DETAILS
- MECHANICAL DETAILS AND CONTROL DIAGRAMS
- MECHANICAL OUTSIDE AIR CALCULATIONS AND CONTROL DIAGRAMS
OT
RD
EMBRY BEND RD.
MA
HO
M0.1
M1.1
M1.2
M1.3
M2.1
M2.2
M2.3
TITLE AND INDEX
7
007
77
QUAIL RIDGE RD.
SAINT MARY RD.
ST.
CK
4
RD
451
.
LO
436
.
440 CALVIN RD
A
LI
M
.
ST
NO
AG
4
78
4TH AVE.
4
4
78
- SCHEDULES, SYMBOLS, AND NOTES
- MASTER PLAN AND SINGLE LINE DIAGRAM
- MAIN FLOOR PLAN - LIGHTING
- ATTIC FLOOR PLAN - LIGHTING
- MAIN FLOOR PLAN - POWER
- ATTIC FLOOR PLAN - POWER
- MAIN FLOOR PLAN - AUXILIARIES
- ATTIC FLOOR PLAN - AUXILIARIES
UE
.W
D
ER
B
20
TO
BIRMINGHAM, AL
E
LU
20
D
AN
GL
EN
EY
EXIT 165
RD
428
BL
U
E
BL
207
R
431
78
4
YATESVILLE
.E
E
EY
ST
.
207
OXFORD RD.
(8 SHEETS)
LO
D
.
1ST AVE
3RD AVE.
E1.1
E2.1
E3.1
E3.2
E4.1
E4.2
E5.1
E5.2
432
LINCOLN
STEMLY RD.
ELECTRICAL DRAWINGS
77
433
DREW AVE,
439
77
EXIT 168
EXIT 165
EY ECHO HILLS
E
RD
.E
460
423
20
.
RD
354
HRasco
N.
SL
S1.0
S1.1
S1.2
S1.3
S1.4
(19 SHEETS)
20
BIRMINGHAM
RK
STRUCTURAL DRAWINGS
TO CHATTANOOGA, TN
78
(25 SHEETS)
- ARCHITECTURAL SITE PLAN
- DEMOLITION PLAN AND PHOTOS
- MAIN LEVEL FLOOR PLAN
- ATTIC FLOOR PLAN
- ROOF PLAN AND ROOF LEGENDS
- TYPICAL ROOF DETAILS
- DOOR AND WINDOW SCHEDULE AND DETAILS
- DOOR DETAILS
- PLAN DETAILS
- BUILDING ELEVATIONS
- BUILDING SECTIONS
- WALL SECTIONS
- WALL SECTIONS
- WALL SECTIONS
- ROOF DETAILS
- ROOF DETAILS
- ENLARGED ENTRY PLAN, ELEVATIONS AND DETAILS
- STAIR PLANS, SECTIONS AND DETAILS
- ENLARGED PLANS, PLUMBING ELEVATIONS, AND DETAILS
- CASEWORK PLAN AND ELEVATIONS
- CASEWORK SECTIONS
- REFLECTED CEILING PLAN AND DETAILS
- ATTIC REFLECTED CEILING PLAN
- FINISH FLOOR PLAN AND ENLARGED VCT PATTERNS
- FINISH SCHEDULE, LEGEND, AND DETAILS
59
PA
A1.1
A1.2
A2.1
A2.2
A2.3
A2.4
A2.5
A2.6
A2.7
A3.1
A3.2
A3.3.1
A3.3.2
A3.3.3
A3.4
A3.5
A3.6
A4.1
A5.1
A6.1
A6.2
A7.1
A7.2
A8.1
A8.2
FIRE PROTECTION DRAWINGS
GADSDEN
McCULLARS RD.
C0.1
C1.0
C2.0
C3.0
C4.0
C5.0
C6.0
(7 SHEETS)
65
- TYPICAL DETAILS
- FOUNDATION PLAN
- ATTIC FRAMING PLAN
- ROOF FRAMING PLAN
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
- SECTIONS AND DETAILS
CRAWFORD ST.
CIVIL DRAWINGS
S1.5
S2.1
S2.2
S2.3
S3.1
S3.2
S3.3
S3.4
S3.5
S3.6
S3.7
S3.8
S3.9
S3.10
CRAWFORD ST.
- TITLE AND INDEX
- LIFE SAFETY PLANS
- STORM SHELTER PLAN AND CALCULATIONS
FIELD RD.
T1
LS1.1
LS1.2
77
EXIT 168
20
20
VICINITY MAP
22-20
TO
ATLANTA, GA
T1
2021 INTERNATIONAL BUILDING CODE RESEARCH
60
90
60E
60 MINUTE WINDOW OR DOOR
SYSTEM PER ASTM E119
90H
90 MINUTE RATING AND
TORNADO IMPACT RATED
TSS
TORNADO IMPACT
RATED SHUTTER
SM
SMOKE BARRIER
EXISTING OCCUPANCY CLASSIFICATION:
GROUP E
EXISTING TYPE OF CONSTRUCTION :
NEW ADDITION OCCUPANCY CLASSIFICATION:
GROUP E
NEW ADDITION TYPE OF CONSTRUCTION :
E
134,712 S.F.
EXISTING BUILDING AREA:
11,806 S.F.
NEW ADDITION AREA:
TABLE 504.4 ALLOWABLE NUMBER OF STORIES:
ALLOWABLE STORIES:
3
TABLE 506.2 ALLOWABLE AREA:
AREA FACTOR: S1
FEC
FE
TABLE 601 AND 705.5
FIRE-RESISTANCE RATING REQUIREMENTS
FOR BUILDING ELEMENTS:
FEC
S-S-S-S-S-S-S-S-S-S-S-S-
FEC
FEC
E
LIFE SAFETY NOTES
XE
FIRE EXTINGUISHER AND CABINET
(PROVIDE FIRE RATED CABINETS IN RATED WALLS.)
FE
FIRE EXTINGUISHER
IIB
STRUCTURAL FRAME:
0
BEARING WALLS:
0
EXTERIOR:
< 5'
> 5'< 10'
> 10'< 30'
> 30'
INTERIOR:
EXIT
EXIT CAPACITY
1hr
1hr
0
0
0
NONBEARING WALLS:
T. 705.5
SHELTER
LOCATION
EXTERIOR:
< 5'
> 5'< 10'
> 10'< 30'
> 30'
FLOOR CONSTRUCTION:
0
ROOF CONSTRUCTION:
0
TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING
PARTITIONS AND OPENING PROTECTIVES
ALL RATED DOORS AND FRAMES TO BE LABELED WITH
EMBOSSED LABELS INDICATING RATING IN MINUTES
1hr
1hr
0
0
0
INTERIOR:
EXTEND AND KEY ALL RATED WALLS TO SHAFT WALL SYSTEM,
AND/OR BOTTOM OF ROOF ASSEMBLY
STENCIL LABEL ALL RATED WALLS & DRAFT STOPS
ABOVE CEILING EACH SIDE @ 20'-0" O.C. MAX.
XA3
58,000 S.F.
ACCESSIBLE
EXIT SIGN
DIRECTION
EXISTING HIGH SCHOOL
XE
ACTUAL STORIES:
1
CONSTRUCTION TYPE:
T. 705.5
FEC
ARCHITECTS
TYPE IIB (S1)
WALL TYPE LEGEND
FEC
L AT H A N
TYPE IIB (S1)
GROUP E
SPRINKLERED
0
CHAPTER 29 - PLUMBING SYSTEMS
PROVIDE FOAM FILL INSULATION AS SPECIFIED IN ALL WALLS
BETWEEN TOILETS AND CLASSROOMS.
COORDINATE W/ ELECTRICAL & MECHANICAL AND PROVIDE
CONCRETE EQUIPMENT PAD AS REQUIRED
OCCUPANCY
USE
HE - HORIZONTAL EXIT
XHE - EXISTING HORIZONTAL EXIT
FB - FIRE BARRIER
XFB - EXISTING FIRE BARRIER
FP - FIRE PARTITION
XFP - EXISTING FIRE PARTITION
FW - FIRE WALL
XFW - EXISTING FIRE WALL
WATERCLOSETS
LOAD
RATIO
MALE
RATIO
DRINKING
FOUNTAINS
LAVATORIES
FEMALE RATIO
MALE
RATIO
FEMALE RATIO
ALL
SERVICE
SINKS
ALL
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
45
2O MINUTE DOOR
AND FRAME
45 MINUTE DOOR
AND FRAME
60 MINUTE DOOR
AND FRAME
90 MINUTE DOOR
AND FRAME
CLASSROOM ADDITION TO
20
LINCOLN HIGH SCHOOL
DOOR/WINDOW RATING LEGEND
REQUIRED
TOTALS
PROVIDED
TOTALS
XA4
NOTE: CALCULATION BASED ON NEW ADDITION ALONE.
NOTE:
XE
TSS
TSS
TSS
TSS
2 HR FB
XE
XB
E
2 HR FB
E FEC
FEC
2 HR FB
E
90H
FEC
SM
S- S- S
FEC
S- S- S-S-
FEC
S- S- S
LIFE SAFETY PLANS
2 HR FB
XA2
90H
XA3
TSS
XE
EXISTING MIDDLE SCHOOL
TSS
FE
XE
T.602 0 HR (T.705.8 EXTERIOR OPENINGS (UP,S)NO LIMIT )
T.602 0 HR (T.705.8 EXTERIOR
OPENINGS (UP,S)NO LIMIT )
HRasco
ASSUMED PROPERTY LINE
ASSUMED PROPERTY LINE
EX
XFW
EX 2HR FW
90
EX 2HR FW XFW
T.602 0 HR (T.705.8 EXTERIOR
OPENINGS (UP,S)NO LIMIT )
T.602 0 HR (T.705.8 EXTERIOR OPENINGS (UP,S)NO LIMIT )
1
OVERALL LIFE SAFETY PLAN
2
PARTIAL LIFE SAFETY PLAN
22-20
OCCUPANCY USE LEGEND
A4
A3
A2
B
E
LS1.1
TSS
<
TSS
TSS
<
<
C
C
C
C
C
CORRIDOR A102 (100% USEABLE) = 414 S.F.
CLASSROOMS A111, A112, AND A113: 2,377.25 S.F. - 35% = 1,545.21 S.F.
TOTAL USEABLE PROVIDED = 1,959.21 S.F.
ACTUAL CAPACITY OF STORM SHELTER:
389 : 387(5) + 2 WHEELCHAIRS (20) = 1,955 S.F.
A
D
F
D
<
<
<
<
<
<
<
<
<
<
<
LOCATION
B
SYMBOL
DOOR TYPE
D
C
FEC
2 HR FIRE BARRIER
START
<
>
TRAVEL DISTANCE
PATH
DIRECTION
SECTION 508 STORM SHELTER PLAQUE
WALL MOUNTED PER ADA 703 (9/LS1.2)
B
SECTION 508 STORM SHELTER SIGN
WALL MOUNTED PER ADA 703 (8/LS1.2)
C
SECTION 508 STORM SHELTER IDENTIFYING SIGN
WALL MOUNTED PER ADA 703 (10/LS1.2)
D
SIGN "D" OPEN DURING SHELTER (12/LS1.2)
E
SIGN "E" LEAVING SHELTER SIGN (11/LS1.2)
F
SIGN "F" FAN SWITCH SIGN (13/LS1.2)
FIRE RATED WALLS:
>
FEC
A
STORM INSTRUCTIONAL SIGN MOUNTED PER ADA 703
(6/LS1.2 AND 7/LS1.2)
FIRST AID KIT
NOTE: FINAL PLACEMENT OF ALL SIGNS SHALL BE COORDINATED WITH
ARCHITECT AND OWNER.
170'
<
FE
DESCRIPTION
2 HR FIRE BARRIER
>
C
TSS
<
SHELTER SIGN LEGEND
>
B
<
SHELTER LEGEND
<
<
TABLE 702.2 SANITATION FACILITIES
REQUIRED SANITATION FACILITIES COMMUNITY TORNADO STORM
SHELTER > 50: CAPACITY OF SHELTER IS 389 PERSONS
1
NOTE:
1. ALL PENETRATIONS 2" OR GREATER MUST BE PROTECTED
WITH A STORM SHELTER BAFFLE OR STORM SHELTER
LOUVER SYSTEM. SEE ENGINEER FOR CONDITIONS AND
DETAILS.
2. PROVIDE A COLD JOINT AT ALL AREAS WHERE STORM
SHELTER SLAB MEETS THE NORMAL SLAB CONDITION, SEE
STRUCTURAL.
3. ALL SIGNS SHALL BE IN ACCORDANCE WITH 2010 ADA
STANDARD. VERIFY EXACT PLACEMENT WITH ARCHITECT
PRIOR TO INSTALLATION.
4.ALL TORNADO REISTANT DOOR, FRAMES, AND WINDOWS
SHALL RECIEVE BOTH FEMA 361/ICC-500 2020 LABEL AND THE
90 MINUTE FIRE LABEL.
TORNADO STORM SHELTER PLAN
2
TORNADO DOOR ELEVATION
3
PROVIDED TOILET FACILITIES
8
REQUIRED LAVATORIES
1
PROVIDED LAVATORIES
PROVIDED WATER FOUNTAINS
8
2
TORNADO
STORM
SHELTER
MAX WIND SPEED
250 MPH
MISSLE IMPACT SPEED
TORNADO STORM SHELTER
INSTRUCTIONAL SIGN
15LB. 2X4 @ 100 MPH (HORIZONTAL)
15LB 2X4 @ 67 MPH (VERTICAL)
2020 ICC 500
MAX OCCUPANCY
___ PERSONS
TORNADO STORM
SHELTER
INSTRUCTIONAL SIGN -E
11
GENERAL CONTRACTOR
-
TORNADO DOOR ELEVATION
OPEN DURING
SHELTER EVENT
STORM SHELTER PLAN AND
CALCULATIONS
DO NOT OPEN
DURING
SHELTER EVENT
9
TSS
2
NOTICE:
NOW LEAVING
TORNADO SHELTER
CLOSE DURING
SHELTER EVENT
6
REQUIRED TOILET FACILITIES
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
<
90H
LINCOLN HIGH SCHOOL
FEC
FEC
TSS
PROVIDED USEABLE SHELTER FLOOR AREA:
>
E
90H
2 HR FIRE BARRIER
7,203.35 S.F.
7,203 / 30 = 240.11 PERSONS + 10% 24 = 265
263(5) = 1,315 S.F + 20 S.F. ( 2- WHEELCHAIR) = 1,335 S.F.
D
E
FEC
GROSS AREA OF CLASSROOM/INSTRUCTIONAL SPACE:
REQUIRED OCCUPANT CAPACITY (STUDENT AND FACULTY) :
REQUIRED USEABLE SHELTER FLOOR AREA:
>
C
D
2 HR FIRE BARRIER
>
C
>
2 HR FIRE BARRIER
170'
CLASSROOM ADDITION TO
TSS
EXISTNG TORNADO STORM SHELTER CALCULATION
2020 ICC 500 (DCM Memo Updated Guidance on Tornado Storm Shelter
Requirements for Public K-12 School February 18, 2021 and Department of FinanceL A T H A N
DCM Memo Updated Guidance on Mandatory Tornado
ARCHITECTS
Storm Shelters Required by IBC October 21, 2020)
TSS
7
TORNADO STORM
SHELTER PLAQUE- A
TORNADO STORM SHELTER
INSTRUCTIONAL SIGN
12
TORNADO STORM
SHELTER
INSTRUCTIONAL SIGN -D
HRasco
EMERGENCY
VENTILATION FAN
SWITCHES - SWITCH ON
DURING SHELTER
EVENT
TORNADO
STORM
SHELTER
22-20
4
TORNADO DOOR ELEVATION
5
TORNADO DOOR ELEVATION
8
TORNADO STORM
SHELTER SIGN - B
10
TORNADO STORM SHELTER
LOCATION SIGN FRAME - C
13
TORNADO STORM
SHELTER
INSTRUCTIONAL SIGN -F
LS1.2
3.
ALL EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST. CONTRACTOR
MUST HAVE EXISTING UTILITIES LOCATED BY UNDERGROUND LINE LOCATORS AS WELL AS FIELD VERIFIED BY ONSITE
PERSONNEL PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO LBYD IMMEDIATELY.
EXISTING UTILITIES TO REMAIN MAY BE LOCATED WITHIN PROPOSED DEMOLITION AREAS. CONTRACTOR SHALL USE
EXTREME CAUTION WHILE WORKING IN THESE AREAS TO ENSURE NO UTILITY SERVICE INTERRUPTIONS TO FACILITIES THAT
REMAIN OR TO ADJACENT PROPERTIES.
4.
ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED,
"TO REMAIN".
5.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS RESPONSIBLE FOR
ANY DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANY DAMAGE
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
6.
CONTRACTOR SHALL VERIFY SITE BOUNDARY AND EXISTING TOPOGRAPHY. NOTIFY LBYD OF ANY DISCREPANCIES PRIOR TO
SUBMITTING PRICES OR ORDERING MATERIALS
7.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL BENCHMARKS AND PROPERTY CORNERS. ANY REPLACEMENT
WILL BE AT THE CONTRACTOR'S EXPENSE.
8.
9.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS REQUIRED TO CONSTRUCT THIS
PROJECT AND PAY ALL PERMIT FEES. ALL PERMITS MUST BE IN-HAND PRIOR TO CONSTRUCTION.
BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THE OWNER AND PERFORMED BY ARRINGTON ENGINEERING &
LAND SURVEYING CO., INC. DATED 12/19/2022.
10. TOPOGRAPHIC INFORMATION WAS PERFORMED VIA GROUND RUN FORMAT.
SITE DEMOLITION NOTES:
1.
CONTRACTOR SHALL COORDINATE WITH OWNER AND THE UTILITY PROVIDER PRIOR TO THE DISCONNECTING OR REMOVAL
OF ANY UTILITY SERVICE TO THE EXISTING BUILDINGS. ALL UTILITIES TO BE REMOVED ARE TO BE CAPPED OR PLUGGED OR
TERMINATED ACCORDING TO THE UTILITY OWNERS REQUIREMENTS.
18. GRADING ADJACENT TO THE BUILDING SHALL BE COORDINATED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR
FOUNDATION WALLS, STEM WALLS, DRAINS, AND OTHER CONDITIONS. THE CONTRACTOR SHALL NOTIFY LBYD INC. OF ANY
DISCREPANCIES.
19. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STORM PIPE MATERIALS TO LBYD PRIOR TO INSTALLATION
AND/OR FABRICATION.
20. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) ARE TO BE LOCATED AT THE LOWPOINTS. GRADING
SHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY LBYD OF ANY DISCREPANCIES.
21. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES,
INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LBYD OF ANY DISCREPANCIES.
22. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED STORM PIPE GRADES AND POINTS OF CONNECTION PRIOR
TO INSTALLATION. LBYD SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION.
23. PROPOSED STORM PIPES 30" AND LESS SHALL BE BEDDED IN 4" OF CRUSHED AGGREGATE AND STORM PIPES 36" AND
GREATER SHALL BE BEDDED IN A 6" OF CRUSHED AGGREGATE.
24. ALL STORM PIPES 15" AND LESS SHALL BE SMOOTH LINED HIGH DENSITY POLYETHYLENE (HDPE) OR SCHEDULE 40
POLYVINYL CHLORIDE (PVC) WITH WATER-TIGHT JOINTS UNLESS OTHERWISE NOTED, INSTALLED PER MANUFACTURERS
RECOMMENDATIONS. ALL STORM PIPES 18" AND GREATER SHALL BE CLASS 3 REINFORCED CONCRETE PIPE (RCP) BELL AND
SPIGOT INSTALLED WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED.
25. ALL STORM MANHOLES SHALL BE PRECAST CONE, RISER, AND BASE SECTIONS WITH GASKETED JOINTS MEETING ALDOT
SPECIAL DRAWING # MH-621-2.
28. CONTRACTOR SHALL PROVIDE CAST IRON DOWNSPOUT BOOTS, CLEANOUTS AND COLLECTOR LINES FROM ALL EXTERIOR
DOWNSPOUTS TO CONNECT TO PRIMARY STORM DRAINAGE SYSTEM. COORDINATE WITH EXTERIOR ELEVATIONS, ROOF
AND PLUMBING PLANS FOR DOWNSPOUT LOCATIONS. COORDINATE DOWNSPOUT MODEL NUMBER WITH THE ARCHITECT.
3.
REFER TO LAYOUT PLANS FOR ADDITIONAL INFORMATION RELATING TO PAVING, CURB, SIDEWALKS, HARDSCAPES, ETC.
REMOVE EXISTING CURBS AS NEEDED TO INSTALL PROPOSED IMPROVEMENTS.
4.
CONTRACTOR SHALL COORDINATE WITH OWNER AND THE UTILITY PROVIDER PRIOR TO THE DISCONNECTING OF ANY
UTILITY SERVICE TO THE EXISTING BUILDINGS.
29. CONTRACTOR SHALL COORDINATE ROOF DRAIN COLLECTOR LINES, DOWNSPOUTS AND BOOTS WITH FOOTING ELEVATIONS
ON THE STRUCTURAL PLANS PRIOR TO POURING FOOTINGS. TOP OF FOOTINGS SHALL BE A MINIMUM OF 3' BELOW GRADE
AT ALL ROOF DRAIN DOWNSPOUT LOCATIONS TO ENSURE ADEQUATE COVER TO TRANSITION TO BELOW GRADE PIPING.
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, RELOCATION OR PROTECTION OF ALL ABOVE AND BELOW
GROUND EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS UNLESS NOTED.
30. PROVIDE 4" PVC SCHEDULE 40 GRAVITY DRAIN LINE FROM ALL BELOW GRADE UTILITY VAULTS TO THE NEAREST STORM
DRAINAGE INLET OR DAYLIGHT AT GRADE.
6.
ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE TRANSPORTED AND DISPOSED OF AT LEAST WEEKLY IN A LEGAL
AND APPROVED MANNER.
7.
ALL EXISTING PAVING, CURBS, HARDSCAPE, ETC. SHALL BE SAW CUT AT THE LIMITS OF REMOVAL IN ORDER TO PROVIDE A
CLEAN EDGE. EXISTING PAVING AT EDGE SHALL BE MILLED BACK A MINIMUM OF 24" TO ENSURE SMOOTH TRANSITION.
ALL HANDICAP RAMPS, SIGNS, SYMBOLS, AND PAINTED ISLANDS AND ACCESS ROUTES MUST CONFORM TO THE LATEST ADA
REQUIREMENTS.
2.
THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. SLOPE IN THE
DIRECTION OF TRAVEL IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.
3.
ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE OUTSIDE FACE OF BUILDING, TO THE BACK OF CURB, OR TO THE
EDGE OF SURFACING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL PLANS FOR SPECIFIC BUILDING
INFORMATION.
4.
ALL STRIPING TO BE PER THE LATEST EDITION OF THE MUTCD UNLESS NOTED OTHERWISE.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A SITE CONSTRUCTION TRAFFIC CONTROL PLAN AND
OBTAINING ANY REQUIRED APPROVALS FROM THE LOCAL JURISDICTIONAL AUTHORITY. THE SITE CONSTRUCTION TRAFFIC
CONTROL PLAN SHALL TAKE INTO ACCOUNT THE ENTERING AND EXITING OF CONSTRUCTION TRAFFIC ONTO THE ROADWAY
AND THE IMPACT TO THE FLOW OF TRAFFIC. THIS PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
MUTCD. THIS SITE CONSTRUCTION TRAFFIC CONTROL PLAN SHALL BE IN ADDITION TO ANY TRAFFIC CONTROL PLAN
PROVIDED IN THE PLAN SET FOR ROADWAY IMPROVEMENTS.
6.
CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT-GRADE STRUCTURES AND UTILITIES TO REMAIN
(VALVE BOXES, MANHOLES, INLETS, VAULTS, ETC) TO MATCH PROPOSED FINISHED GRADES.
GRADING NOTES:
1.
THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING.
2.
ALL TOPSOIL SHALL BE STRIPPED WITHIN THE PROPOSED LIMITS OF GRADING AND SHALL BE STOCKPILED ON-SITE IN AN
APPROVED LOCATION FOR LATER USE WITH ANY EXCESS TO BE DISPOSED OF OFF-SITE ONCE ALL LANDSCAPED AREAS
HAVE BEEN BROUGHT TO FINISH GRADE UNLESS OTHERWISE NOTED ON THE PLANS.
3.
SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK AND APPROVED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACING FILL. ANY AREAS SHOWING SIGNS OF PUMPING, RUTTING, OR ANY UNSUITABLE (ORGANIC,
SOFT, WET, LOOSE) MATERIAL FOUND IN PLACE SHALL BE UNDERCUT AND REPLACED, OR MOISTURE CONDITIONED AND
COMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT LISTED BELOW.
EROSION CONTROL NOTES:
1.
SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND
REGULATIONS.
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED EROSION CONTROL PERMITS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING, INSPECTIONS, ETC. TO ENSURE THE OWNER THAT THE SITE IS
AT ALL TIMES IN ACCORDANCE WITH PERMIT RULES & REGULATIONS. DOCUMENTATION OF INSPECTIONS BY A Q.C.I. OR
Q.C.P. SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE OWNER AT HIS/HER REQUEST. ANY AND ALL
FEES, FINES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
3.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING THE CONSTRUCTION PROCESS AND UNTIL ALL
DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL
BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
4.
EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM AND ARE DEPENDENT ON THE CONTRACTOR'S
CONSTRUCTION PHASING OF THE PROJECT. ADDITIONAL DEVICES SHALL BE INSTALLED AS REQUIRED TO PREVENT
SILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS,
DITCHES, AND PUBLIC ROADWAYS. ADDITIONAL MEASURES MAY INCLUDE, AS MINIMUM, TEMPORARY SEDIMENT BASINS,
CONSTRUCTION EXITS PAD, VEHCILE WASH RACKS, SILT FENCING, STRAW AND RIP RAP CHECK DAMS, DIVERSION DITCHES,
ETC. THESE ADDITIONAL MEASURES SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
5.
EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THE FOLLOWING DEVICES: SILT FENCING, BRUSH
BERMS, SEDIMENT BASINS, DETENTION PONDS, STRAW WATTLES , CHECK DAMS, FILTER BERMS, JUTE MATTING,
VEGETATIVE FILTER STRIPS, TURF REINFORCEMENT MAT, DIVERSION BERMS, ETC.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN GOOD OPERATING
CONDITION DURING ALL LAND DISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUP AND/OR
REPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER.
7.
EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED
AND AFTER EACH RAINFALL GREATER THAN 0.75 INCHES IN A 24 HOUR PERIOD, ANY WIND GUSTS GREATER THAN 25 MPH,
AND ANY SUSTAINED WINDS GREATER THAN 20 MPH IN A 24 HOUR PERIOD.
8.
AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY
STABILIZED, THE EROSION CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREA CLEANED AND
DRESSED.
9.
DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR POLLUTION TO
ADJACENT PROPERTIES, STREAMS, DITCHES, OR PUBLIC ROADWAYS.
ALL EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12" AND RECOMPACTED TO THE SPECIFIED
DENSITY AND MOISTURE CONTENT LISTED BELOW.
10. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT
AND SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANED
AT THE END OF EACH WORKDAY.
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SUBGRADE AFTER IT HAS BEEN INITIALLY PREPPED DUE TO
INCLEMENT WEATHER AND CONSTRUCTION TRAFFIC.
11. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BARE
AREAS AT ANY ONE TIME.
6.
FILL MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES: VIRTUALLY FREE OF ORGANICS, NO ROCK FRAGMENTS GREATER
THAN 4" WITHIN 4' OF FINISH GRADE, LIQUID LIMIT NOT EXCEEDING 50, PLASTICITY INDEX NOT EXCEEDING 25, MINIMUM
STANDARD PROCTOR (ASTM D-698) OF 100 PCF, COMPACTED 98% IN PAVED AND STRUCTURAL AREAS, 95%
NON-STRUCTURAL AND LANDSCAPED AREAS, PLACED IN 8" LOOSE LIFTS, AND WITHIN ±2.0% OF OPTIMUM MOISTURE
CONTENT. STRUCTURAL AREAS INCLUDE ZONES OF INFLUENCE AROUND THE BUILDING, PAVEMENT AREAS, FILL SLOPES,
ETC.
12. ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 13 DAYS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH
ALDOT SPECIFICATIONS SECTION 652 AND 656 OR HYDRAULICALLY APPLIED BY ALDOT SPECIFICATION SECTION 659.
4.
7.
8.
9.
COMPACTION TESTS SHALL BE TAKEN AT THE RECOMMENDATION OF THE ON-SITE GEOTECHNICAL ENGINEER, BUT AT A
MINIMUM EVERY 2,500 SQUARE FEET OF AREA PER 8" LIFT.
COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES) SHOULD BE BACKFILLED AND
COMPACTED SYSTEMATICALLY, AT THE DIRECTION OF THE ON-SITE GEOTECHNICAL ENGINEER. STONE BACKFILL SHALL BE
INSTALLED IN 12" LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR
CLEARING LIMITS SHALL BE 5' OUTSIDE OF ALL PROPOSED GRADED AREAS OR NOT BEYOND THE PROPERTY LINES
WHICHEVER IS LESS.
10. NO GRADING OFF-SITE OR IN ANY ROAD RIGHT-OF-WAY WITHOUT PROPER APPROVALS AND PRIOR NOTIFICATION.
11. COORDINATE THE SEQUENCING OF ALL GRADING OPERATIONS WITH THE EROSION CONTROL PLAN.
12. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. SLOPE IN THE
DIRECTION OF TRAVEL IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.
13. ALL GRADING ADJACENT TO EXISTING OR PROPOSED BUILDINGS SHALL BE SLOPED AWAY FROM THE STRUCTURES AT A
MINIMUM OF 1.0% GRADE. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE STRUCTURES. NOTIFY
LBYD OF ANY DISCREPANCIES.
14. PROPOSED GRADES INDICATED ON THIS PLAN ARE TO FINISH GRADE. THE CONTRACTOR SHALL MAKE SUBGRADE
ADJUSTMENTS FOR TOPSOIL, PAVING, BUILDING PAD, ETC.
15. RETAINING WALL GRADES: GTW INDICATES FINISHED GRADE AT TOP OF WALL, GBW INDICATES FINISHED GRADE AT
BOTTOM OF WALL. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR FOOTING ELEVATIONS RELATIVE TO FINISHED
GRADE AT BOTTOM OF WALL.
16. A GEOTECHNICAL REPORT HAS BEEN PREPARED BY TERRACON CONSULTANTS, INC., PROJECT NUMBER E1225186, DATED
DECEMBER 7, 2022 AND IS AVAILABLE FOR INFORMATION PURPOSES. THE CONTRACTOR SHALL REVIEW THIS REPORT, VISIT
THE SITE AND COMPLETE ANY ADDITIONAL EXPLORATIONS THAT IT FEELS NECESSARY IN ORDER TO PROVIDE A
SATISFACTORY BID.
17. DEWATERING SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. PREVENT SURFACE WATER AND GROUND
WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE
AND SURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY RAIN OR
WATER ACCUMULATION. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TO
ACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES. INSTALL A
8.
WATER MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL UTILITY COMPANY'S REQUIREMENTS.
ALL MAINS AND SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER UNLESS OTHERWISE INDICATED ON PLANS.
ALL SANITARY SEWER MAINS AND LATERALS SHALL BE PVC (SCH.40) UNLESS OTHERWISE REQUIRED BY THE LOCAL UTILITY
COMPANY.
Civil and Structural Engineers
880 Montclair Road
Suite 600
Birmingham, AL 35213
Main (205) 251-4500
PROJECT NO.
ENGINEERS
C copyright 2022
132520.001
These drawings and design intent are the sole property of
LBYD, Inc. which may not be reproduced without written permission
L AT H A N
ARCHITECTS
10. ALL UNDERGROUND ELECTRICAL, TELEPHONE, AND CABLE TV SHALL BE INSTALLED IN PVC CONDUIT OR CONCRETE
ENCASED DUCT BANK WITH PULL WIRE MEETING THE LOCAL UTILITY COMPANY'S REQUIREMENTS. INFORMATION SHOWN ON
CIVIL DRAWINGS FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR SPECIFIC INFORMATION.
11. GAS SERVICE SHALL BE PER THE LOCAL UTILITY COMPANY'S REQUIREMENTS. INFORMATION SHOWN ON CIVIL DRAWINGS
FOR REFERENCE ONLY. COORDINATE WITH MECHANICAL ENGINEER AND UTILITY COMPANY.
12. UTILITY TRENCHES SHALL BE BACKFILLED WITH COMPACTED FILL PLACED IN 6 INCH LOOSE LIFTS. FILL SHALL BE
COMPACTED TO 98% STANDARD PROCTOR AND OPTIMUM MOISTURE CONTENT WITHIN ±2.0%.
13. WHEN INSTALLING UTILITIES IN EXISTING PAVED AREAS OR IN AREAS WHERE SOILS ARE CONSIDERED UNSUITABLE FOR
BEDDING OR BACKFILLING, UTILITY TRENCHES SHALL BE BACKFILLED FULL DEPTH WITH CRUSHED AGGREGATE.
14. WHERE UTILITIES ARE TO BE INSTALLED IN AREAS OF EXISTING PAVING, HARDSCAPE, SIDEWALKS, ETC., CONTRACTOR
SHALL SAWCUT AND REMOVE EXISTING PAVING, HARDSCAPE, SIDEWALK ETC. AND REPLACE IN LIKE KIND AND RESTRIPE AS
NECESSARY. BACKFILL TRENCH FULL DEPTH WITH STONE.
15. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT-GRADE STRUCTURES AND UTILITIES TO REMAIN
(VALVE BOXES, MANHOLES, INLETS, VAULTS, ETC) TO MATCH PROPOSED FINISHED GRADES.
16. PROVIDE 4" PVC SCHEDULE 40 GRAVITY DRAIN LINE FROM ALL BELOW GRADE UTILITY VAULTS TO THE NEAREST STORM
DRAINAGE INLET OR DAYLIGHT AT GRADE.
27. ALL CONCRETE COLLARS SHALL BE PER ALDOT SPECIAL DRAWING # CC-530.
REFER TO SITE GRADING AND UTILITY PLANS FOR PROPOSED DRAINAGE AND UTILITY INSTALLATION AND REMOVAL.
1.
WATER MAINS AND SERVICES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL AND 2 FEET VERTICAL FROM ALL SANITARY
SEWER MAINS AND LATERALS.
LBYD, Inc.
26. ALL YARD INLETS SHALL BE PRECAST INLET BOXES 3-1" x 3-1" OR 4'2 x 4'-2" DEPENDING ON MAXIMUM PIPE DEFLECTIONS.
YARD INLET TOP TO BE PRECAST WITH A RING AND COVER ACCESS PROVIDED THROUGH THE TOP.
2.
SITE LAYOUT NOTES:
7.
9.
STORM DRAINAGE NOTES:
WATER MAINS 4 INCHES IN DIAMETER AND GREATER SHALL BE DIP(CL.350) AND WATER MAINS LESS THAN 3 INCHES IN
DIAMETER SHALL BE PVC (SCH.40) UNLESS OTHERWISE INDICATED ON THE PLANS.
78989 HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
2.
LBYD, INC. SHALL NOT HAVE AUTHORITY OVER THE SITE OR BUILDING CONTRACTOR'S WORK OR RESPONSIBILITIES. LBYD IS
NOT RESPONSIBLE FOR SITE SAFETY PROCEDURES OR METHODS OF CONSTRUCTION.
6.
CLASSROOM ADDITION TO
1.
DEWATERING SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAIN
UNTIL DEWATERING IS NO LONGER REQUIRED. IF GROUNDWATER DEWATERING IS REQUIRED, CONTRACTOR IS TO OBTAIN
ANY PERMITS AS MAY BE REQUIRED PRIOR TO DISCHARGE OF EFFLUENT FROM DEWATERING.
LINCOLN HIGH SCHOOL
GENERAL NOTES:
23
0
2
/
1
3
1/
CIVIL NOTES
13. ALL PREVIOUSLY GRADED AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL AND PERMANENT GRASSING UNLESS OTHERWISE
INDICATED ON THE LANDSCAPE PLAN.
14. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BE
INSTALLED.
15. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES,
BRUSH BERMS, ETC.
16. WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THE COMPLETION OF EACH INLET.
17. GEOTEXTILE SHALL BE PLACED ON ALL 2:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC150 OR
APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE
MANUFACTURER'S RECOMMENDATIONS.
18. GEOTEXTILE SHALL BE PLACED ON ALL 3:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN S150 OR
APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE
MANUFACTURER'S RECOMMENDATIONS.
19. GEOTEXTILE SHALL BE PLACED ON ALL DITCH BOTTOMS & 1' UP EACH SIDE. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN
SC150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE
MANUFACTURER'S RECOMMENDATIONS.
UTILITY NOTES:
1.
THE SITE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL UTILITY SERVICES (WATER, SEWER, GAS, ELECTRICAL,
TELEPHONE, CABLE TV) FROM THE POINT THE RESPECTIVE UTILITY COMPANY COMPLETES THEIR WORK TO THE POINT OF
CONNECTION AT THE BUILDING.
2.
REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC. PLANS FOR ALL PROPOSED UTILITY POINTS OF
CONNECTION AT THE BUILDING. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
3.
GRAVITY SEWER SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES,
INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LBYD OF ANY DISCREPANCIES.
4.
THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRAVITY SEWER PIPE GRADES AND POINTS OF
CONNECTION PRIOR TO INSTALLATION. LBYD SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION.
5.
BACKFLOW PREVENTION SHALL BE PROVIDED ON THE DOMESTIC SERVICE IN ACCORDANCE WITH THE LOCAL UTILITY
COMPANY'S REQUIREMENTS.
22-20
C0.1
5" hdpe
LBYD, Inc.
Civil and Structural Engineers
880 Montclair Road
Suite 600
Birmingham, AL 35213
Main (205) 251-4500
PROJECT NO.
ENGINEERS
ga
132520.001
C copyright 2022
s
These drawings and design intent are the sole property of
LBYD, Inc. which may not be reproduced without written permission
L AT H A N
lin
ARCHITECTS
e
EXISTING 2" WATER LINE
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78989 HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
EXISTING ASPHALT DRIVE
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EXISTING GAS LINE
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LINCOLN HIGH SCHOOL
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15
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LBYD, Inc.
Civil and Structural Engineers
880 Montclair Road
Suite 600
Birmingham, AL 35213
Main (205) 251-4500
PROJECT NO.
ENGINEERS
ga
132520.001
C copyright 2022
s
These drawings and design intent are the sole property of
LBYD, Inc. which may not be reproduced without written permission
L AT H A N
lin
ARCHITECTS
e
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78989 HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
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LBYD, Inc.
Civil and Structural Engineers
880 Montclair Road
Suite 600
Birmingham, AL 35213
Main (205) 251-4500
PROJECT NO.
ENGINEERS
ga
132520.001
C copyright 2022
s
These drawings and design intent are the sole property of
LBYD, Inc. which may not be reproduced without written permission
L AT H A N
lin
ARCHITECTS
e
m
p
m
p
GRATE INLET
TOP=525.00
FL=522.00
bu
GRATE INLET
TOP=526.50
FL=523.87
527.20
ed
527
e
sp
bu
p
526
526.10
526
13 LF 15"
HDPE @ 1%
d
ee
m
bu
e
nc
fe
p
m od
bu wo
526.00
527.10
52
7
44 LF 12" HDPE @ 1%
8" water
loc per gpr
e
nc
fe
527.26±
PROPOSED ADDITION
FFE=530.04
527.47
527.39
529.97
527.48±
CLASSROOM ADDITION TO
od
wo
527.12±
4
.8
527
528
3
hw 52
fl
STORM MANHOLE
TOP=527.00
FL(12")=521.56
FL(24")=519.29±
529
529.96
529.80
530.04
530.04
529.96
1.5%
1.5%
1%
530.04
r
528
n
ai
dr
529.55
529.58
529.95
529.95
nd
1:12
1.5%
530.04
ou
529.00±
gr
529.00
529.70
529.75
38 LF 24" HDPE @ 0.57%
529.87
529.87
LA
N
529.87±
529.81±
's
GRATE INLET
TOP=529.00
FL=526.00
cle
an
529.90±
O
NC
n
tio
or
do
@ 85
ffe 29.
5
529.78±
LI
529.49±
y
529
GRADING AND
DRAINAGE PLAN
r
ta
ni
sa t
ou
lu
di
id
ac nk
ta
INSTALL GRATE INLET
ON EXISTING PIPE
TOP=528.30
FL(SE & W)=519.85±
529.72±
3
02
2
/
1
3
/
1
ac
529
1.5%
W
or
do
@ 85
ffe 29.
5
529
p)
(ty
STORM MANHOLE
TOP=528.90
FL=519.63
530.04
FL=525.51
77 LF 12"
HDPE @ 1%
to
lve
va
530.04
&
of
ro
er
s
ga
et
LA
rm
te
528.39
25 LF 4"
HDPE @ 1%
MIN.
10" pvc (a)
6
.1 6
t
21 .4
le
) 5 22
in
10" pvc (b)
e 16 (a ) 5 5
at 8. c (b .6
gr 2 pv c 20
2 : 5 0" pv 5
2x ate 1 0" rcp .56
gr v in 1 6" 20
in v in 3 : 5
in v in ut
in v o
in
wa
528.48
TIE TO EXISTING INLET
FL=525.23
45° BEND
529.83
529.95
or
do
@ 04
ffe 0.
53
e
nc
fe
528.33±
SEE ARCHITECTURAL &
STRUCTURAL PLANS FOR
CONNECTION DETAILS
b
ur
"c r
18 tte
gu
od
wo
60 LF 24" HDPE @ 0.57%
529.80
SEE PLUMBING PLANS
FOR CONTINUATION
529
529.97
529.80
529.96
530.04
le
ho
an
m
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m n at ca
or io im lo
st cat ox ot
lo pr n
ap uld
N
co
W
o
do
@ 85
ffe 29.
5
529.89
r r
te gp
wa er
8" c p
lo
529.89
78989 HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
SWALE @ 1% MIN.
ed
d
ee
45° BEND
sp
sp
e
sp
525.50±
TIE TO EXISTING PIPE
WITH 45° BEND
FL=523.74
LINCOLN HIGH SCHOOL
525.26±
36" rcp
NEW SIDEWALK SHALL BE
FLUSH WITH EXISTING
ASPHALT
529.43±
LN
529.75±
529.28
529.40
NOTES:
1.
SEE SHEET C0.1 FOR ALL APPLICABLE NOTES.
H
G
HI
SC
to
L
O
n
ai
dr
HO
of
ro
o
gr
529.84±
d
un
529.67±
(ty
p)
N
n
ai
dr
o
do
@ 04
ffe 30.
5
of
ro
or
do
@ 04
ffe 0.
53
22-20
0
10
20
d
e
ct
lle
r
co
C3.0
5
SCALE: 1"=10'
15
5" hdpe
LBYD, Inc.
Civil and Structural Engineers
880 Montclair Road
Suite 600
Birmingham, AL 35213
Main (205) 251-4500
PROJECT NO.
ENGINEERS
ga
132520.001
C copyright 2022
s
These drawings and design intent are the sole property of
LBYD, Inc. which may not be reproduced without written permission
L AT H A N
lin
ARCHITECTS
e
36" rcp
SS
sp
m
bu
527
d
p
526
SOD TSG
m
bu
p
m
526
WIP
p
52
7
527
528
wo
od
PROPOSED ADDITION
FFE=530.04
529
e
nc
fe
CLASSROOM ADDITION TO
SB
84
3.
hw 52
fl
SOD TSG
8" water
loc per gpr
r r
te gp
wa er
8" c p
lo
WIP
529
N
W
LA
SOD TSG
r
3
2
0
2
/
1
1/3
ac
529
&
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@ 85
ffe 29.
5
529
10" pvc (a)
6
.1 6
t
21 .4
le
) 5 22
in
10" pvc (b)
e 16 (a ) 5 5
at 8. c (b .6
gr 2 pv c 20
2 : 5 0" pv 5
2x ate 1 0" rcp .56
gr v in 1 6" 20
in v in 3 : 5
in v in ut
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in
nd
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gr
lve
to
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et
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@ 04
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53
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18 tte
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@ 85
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5
5 28
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WIP
SOD TSG
WIP
SOD TSG
EROSION CONTROL
PLAN
r
ta
ni
sa t
ou
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lu
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id
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NOTES:
1.
SEE SHEET C0.1 FOR ALL APPLICABLE NOTES.
2. ALL DISTURBED AREAS SHALL BE SODDED.
LN
o
do
@ 85
ffe 29.
5
O
NC
LI
n
tio
an
cle
529
78989 HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
SOD TSG
ee
sp
d
ee
bu
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nc
fe
p
m od
bu wo
SOD TSG
CDW
ed
d
ee
SB
LINCOLN HIGH SCHOOL
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sp
sp
WIP
H
G
HI
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5
EROSION CONTROL LEGEND
TOPSOIL
WIP
WATTLE INLET PROTECTION SOD
SODDING
CDW
WATTLE CHECK DAM
in
a
dr
C4.0
r
SILTSOXX
0
10
20
ed
ct
lle
co
SS
22-20
N
TSG
o
do
@ 04
ffe 30.
5
SILT FENCING
of
SB
5
SCALE: 1"=10'
15
5" hdpe
LBYD, Inc.
Civil and Structural Engineers
880 Montclair Road
Suite 600
Birmingham, AL 35213
Main (205) 251-4500
PROJECT NO.
ENGINEERS
ga
132520.001
C copyright 2022
s
These drawings and design intent are the sole property of
LBYD, Inc. which may not be reproduced without written permission
L AT H A N
lin
ARCHITECTS
e
THRUST BLOCK-TYP.
(SEE DETAIL)
m
THRUST BLOCK-TYP.
(SEE DETAIL)
52
7
od
wo
e
nc
fe
PROPOSED ADDITION
FFE=530.04
CLASSROOM ADDITION TO
4
.8
527
528
3
hw 52
fl
8" water
loc per gpr
8"W
G
p
SEE PLUMBING PLANS
FOR CONTINUATION
G
bu
p
m
526
ed
GATE VALVE
(SEE DETAIL)
527
529
8" DIP (CL.350)
WATER MAIN
8"W
r r
te gp
wa er
8" c p
lo
G
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p)
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S
LA
S
4"
W
N
52 LF 4" PVC
(SCH.40) @ 1% MIN.
&
to
lve
or
do
@ 85
ffe 29.
5
3
2
0
2
/
1
1/3
ac
529
10" pvc (a)
6
.1 6
t
21 .4
le
) 5 22
in
10" pvc (b)
e 16 (a ) 5 5
at 8. c (b .6
gr 2 pv c 20
2 : 5 0" pv 5
2x ate 1 0" rcp .56
gr v in 1 6" 20
in v in 3 : 5
in v in ut
in v o
in
n
ai
dr
LA
of
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or
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@ 04
ffe 0.
53
e
nc
fe
er
va
TIE TO EXISTING
GAS LINE
CLEANOUT
(SEE DETAIL)
b
ur
"c r
18 tte
gu
od
wo
et
rm
te
wa
SEE PLUMBING PLANS
FOR CONTINUATION
529
TIE TO EXISTING
WATER MAIN
529
G
r
s
ga
le
ho
an
m
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m n at ca
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ap uld
N
co
W
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@ 85
ffe 29.
5
528
's
y
cle
S
an
O
NC
n
NOTES:
1.
SEE SHEET C0.1 FOR ALL APPLICABLE NOTES.
2. THE BACKFLOW PREVENTER FOR THE 2"
DOMESTIC WATER LINE IS LOCATED INSIDE THE
BUILDING. SEE PLUMBING PLANS FOR
ADDITIONAL INFORMATION.
LN
TIE TO EXISTING
SANITARY SEWER
LI
tio
H
G
HI
or
do
@ 85
ffe 29.
5
ADD CLEANOUT ON EXISTING
SANITARY SEWER LINE
(SEE DETAIL)
SITE UTILITY PLAN
r
ta
ni
sa t
ou
lu
di
id
ac nk
ta
S
4"
529
78989 HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
W
6"
2"W
FIRE HYDRANT
(SEE DETAIL)
e
sp
W
8"
bu
526
G
RELOCATED GAS LINES
(COORDINATE WITH
GAS COMPANY)
8"W
d
ee
8"
W
8"W
GATE VALVE
(SEE DETAIL)
p
e
nc
fe
p
m od
bu wo
2" PVC (SCH. 40) DOMESTIC
WATER SERVICE
m
bu
d
TIE TO EXISTING
WATER MAIN
8"W
ed
ee
8" DIP (CL.350)
WATER MAIN
G
8"W
6" DIP (CL.350)
WATER LINE
sp
sp
e
sp
8"W
G
8" DIP (CL.350)
WATER MAIN
LINCOLN HIGH SCHOOL
TIE TO EXISTING
GAS LINE
36" rcp
TIE TO EXISTING
GAS LINE
SC
to
L
O
n
ai
dr
HO
of
ro
d
un
o
gr
(ty
p)
N
n
ai
dr
o
do
@ 04
ffe 30.
5
of
ro
or
do
@ 04
ffe 0.
53
22-20
0
10
20
d
e
ct
lle
r
co
C5.0
5
SCALE: 1"=10'
15
FINISH GRADE
FINISHED GRADE
FINISHE
D
9"
CAST IRON VALVE BOX
ISOLATION GATE VALVE
WATER MAIN
A
NOTES:
1.
CONTRACTION (SAW CUT) JOINTS TO BE EVERY 5 TO 8 FEET WITH A MAXIMUM
SPACING OF TWICE THE SLAB THICKNESS IN FEET; CUT TO A DEPTH OF 1''
MINIMUM TO 1 31 '' MAXIMUM.
2. CUT CONTRACTION JOINTS BETWEEN 2 HOURS AND 12 HOURS OF CONCRETE
PLACEMENT.
3. PLACE ISOLATION JOINTS WHEN ADJACENT TO BUILDINGS, CURBS, ETC. USE A 21"
THICK PRE-MOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR
D1752 TO CREATE A BOND BREAK. INSTALL JOINT SEALER OVER JOINT FILLER.
4. CONCRETE TO BE 4000 PSI COMPRESSIVE STRENGTH UNLESS OTHERWISE
NOTED.
5. PLACE SIDEWALK ON COMPACTED SUBGRADE- 98% STANDARD PROCTOR
DENSITY (ASTM D698) UNLESS OTHERWISE NOTED.
D"
3"
TYPICAL GATE VALVE
N.T.S.
N.T.S.
WATTLE
1,885
4,241
7,540
11,781
16,965
23,091
30,160
38,170
47,124
67,858
EN
WOOD STAKE
SEE DETAIL 1
W
STAPLES
(DOWN CENTER)
SOIL
THRUST BLOCK
MUCK
SOFT CLAY
SILT
SANDY SILT
SAND
SANDY CLAY
HARD PAN
WATER MAIN
THRUST (AT FITTING)
END AREA OF THRUST BLOCK
= --------------------------------------------------- X 1.5
(IN SQUARE FEET)
SOIL BEARING LOAD (AT FITTING)
0
1,000
1,500
3,000
4,000
6,000
9,000
C
O.
STAPLED GEOTEXTILE
UNDERLAYMENT
STAKE TO BE PLACED
AT TOE OF SLOPE, BOTH
SIDES
BEARING LOAD
P.S.F.
STAKE DETAIL
WATTLE CHECK DAMS TO BE INSTALLED WITHOUT
TRENCHING AND ON TOP OF STAPLED GEOTEXTILE
UNDERLAYMENT THAT EXTENDS A MINIMUM 3 FT. UP AND
DOWNSTREAM FROM THE WATTLE. WATTLES MUST BE
PROPERLY STAPLED WITH SOD STAPLES ON 10-INCH
CENTERS ON EACH SIDE OF THE WATTLE TO PREVENT
FLOTATION AND STAKED OVER THE TOP USING
NON-DESTRUCTIVE TEE-PEE TYPE STAKING
WATTLE SPACING
REFER TO ALDOT SPECIAL DRAWING NO. ESC-300 FOR
RECOMMENDED PLACEMENT INTERVAL BETWEEN WATTLES
CdW
N.T.S.
FASTENER
24"-32" MIN.
36" MIN.
WOVEN WIRE FENCE
24" MIN.
6" MIN.
GEOTEXTILE FABRIC
(TYPE A)
FLOW
STEEL POST
GROUND LINE
COMPACTED SOIL
WATTLE CHECK DAM
STORM SEWER
DROP INLET
ALDOT COARSE AGGREGATE
GRADATION NO.1
WOOD STAKE
SEE DETAIL 2
HOGWIRE FASTENERS
EVERY 2'
PLAN
12"
SIDE VIEW
20' TYPICAL
PLAN VIEW
STORM SEWER
L)
W
FLOTYPICA
DROP INLET
E
C
(
FA N
SURRECTIO
I
D
12" WATTLE
GEOTEXTILE
GROUND LINE
6" MIN. TRENCH
36" MIN.
24"-32" MIN.
FILTER FABRIC UNDER STONE
STAKE DETAIL 1
DROP INLET PROTECTION
24" MIN.
6" MIN.
ELEVATION
WOVEN WIRE
FENCE BACKING
SiltSoxx TM (8",12", or 18" TYP)
SPECIAL NOTES :
WIP
WATTLE INLET RPOTECTION
N.T.S.
SELECT GRANULAR MATERIAL
(SEE SPECIFICATIONS)
SPRING LINE
VARIES
STABLE SUBGRADE
APPROVED BY
GEOTECH
N.T.S.
STORM SEWER CURB INLET
L)
W
LO YPICA
CURB INLET PROTECTION
F
CE N (T
A
RF IO
SU RECT
DI
12" WATTLE
WOOD STAKE
WOOD STAKE TO
ONLY PENETRATE
NETTING, NOT
FLOW
FLOW
CORE MATERIAL
10' MAX O.C.
STEEL POSTS
PUBLIC STREET
.
DIA
N.T.S.
EXTEND GEOTEXTILE
1' BEYOND WATTLE
6" MIN.
6"
MIN.
6"
MIN.
TYPICAL PIPE BEDDING AND INITIAL
BACKFILL UNDER IMPROVED SURFACES
MAINTENANCE SCHEDULE:
REMOVE SEDIMENT DEPOSITS PROMPTLY AFTER IT HAS ACCUMULATED TO 1/2 OF THE ORIGINAL
ANCHOR THROUGH NETTING
CAPACITY, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED WATTLES. INSPECT PERIODICALLY
12" WATTLE
FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES. REPAIR DAMAGED BARRIER
)
IMMEDIATELY.
AL
W PIC
ANCHOR THROUGH
O
FL (TY
GEOTEXTILE
NETTING
E
N
AC TIO
WOOD STAKE
F
R C
DETAIL 1
SU IRE
D
PIN GEOTEXTILE
12" WATTLE
AT INLET 5" O.C.
LOOP GEOTEXTILE FABRIC
OVER POSTS AND WIRE
6" MINIMUM
45°TO 60°
STAPLES 10" O.C.
TYPICAL THRUST BLOCK
50' TYPICAL
FLOW
.
2'
SOIL BEARING LOAD
FINAL BACKFILL COMPACTED
MATERIAL PLACED IN 6" LAYERS
WOOD STAKE
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT CORE MATERIAL
CHANNEL BOTTOM
12" STRAW WATTLE
FLO
*BASED ON 150 PSI TEST PRESSURE
HARD SURFACE
PUBLIC ROAD
T
CLASSROOM ADDITION TO
735
1,655
2,942
4,597
6,619
9,010
11,768
14,893
18,387
26,477
LOWER LIMIT OF
IMPROVED SURFACE
IN
2' M
DEPTH OF
THRUST BLOCK
1,443
3,246
5,771
9,017
12,984
17,673
23,083
29,214
36,067
51,937
OT
E
XT
ILE
U
6' M NDER
IN. LAY
M
TEE OR PLUG
NOTE:
WATTLES MAY BE A STRAW
WATTLE, A CURLEX SEDIMENT
LOG, OR APPROVED EQUAL.
12" WATTLE
WOOD STAKE
WOOD STAKE TO ONLY PENETRATE
NETTING, NOT CORE MATERIAL
CAREFULLY PLACED AND
COMPACTED SELECTED EARTH
BEDDING IN 6" LAYERS
6"
MIN.
6"
MIN.
SELECT GRANULAR MATERIAL
(SEE SPECIFICATIONS)
SPRING LINE
.
DIA
VARIES
K
BL
OC
T
US
TH
R
OF
H
ID
T
W
2,666
5,998
10,663
16,661
23,992
32,655
42,652
53,981
66,643
95,966
22.5° BEND
IN.
45° BEND
3' M
3000 P.S.I. CONCRETE
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
90° BEND
VARIES
GE
N.T.S.
12"
PIPE SIZE
UNDISTURBED SOIL
TYPICAL CLEANOUT
78989 HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
FIRE HYDRANT ASSEMBLY
1'
GRATE INLET IN LANDSCAPED AREAS
ENCASE WYE IN CONCRETE
IF LINE ENDS AT THIS
POINT, A PLUG SHALL BE
INSTALLED IN THE BELL.
VARIABLE
LINCOLN HIGH SCHOOL
UNDISTURBED SOIL
STAPLES 10" O.C.
50' MIN.
4" X D" D.I. WYE
UNDISTURBED SOIL
THRUST AT FITTINGS IN POUNDS*
EXISTING GRADE
ARCHITECTS
4" - 30° D.I. BEND
THRUST BLOCK
THRUST BLOCK
N.T.S.
CLASS IV GEOTEXTILE
UNDERLINER (SEE NOTES)
L AT H A N
4" D.I.P.
4" THICK - 6" TO 15" PIPE
6" THICK - 18" AND LARGER PIPE
NOTES:
1. FOR INLETS IN LANDSCAPE AREAS, INLET FRAME AND GRATE SHALL BE
NEENAH R-1879-A5G OR SIMILAR AND EQUAL.
2. IN LIEU OF CAST IN PLACE BOX, A PRECAST MANHOLE IS AN
ACCEPTABLE ALTERNATE.
(*) TO ACCOMMODATE SKEWED PIPE, LARGER PIPE, SEVERAL PIPES, OR
FIT OTHER CONDITIONS, IT MAY BE NECESSARY TO INCREASE ONE OR
BOTH PLAN VIEW DIMENSIONS OF INLET BOX AND COVER SLAB.
N.T.S.
NOTE: THE WIDTH OF THE THRUST
BLOCK SHALL BE 2X THE DEPTH OF THE
THRUST BLOCK.
ADJUSTABLE VALVE BOX
SECTION A-A
CONCRETE
132520.001
These drawings and design intent are the sole property of
LBYD, Inc. which may not be reproduced without written permission
6" C.I.M.J. PIPE
TYPICAL SIDEWALK DETAIL
THRUST
BLOCK
4,000 PSI CONCRETE
Civil and Structural Engineers
880 Montclair Road
Suite 600
Birmingham, AL 35213
Main (205) 251-4500
PROJECT NO.
ENGINEERS
C copyright 2022
MINIMUM COVER
SEE SPECIFICATIONS
CONTRACTION JOINT
# 4 BARS PLACED IN
CENTER EACH WAY
2' MIN
ISOLATION JOINT
R1/8"
6"
SEE NOTE 3
BREAKABLE FLANGE
FINISHED GRADE
1'
4''
1" TO
FIRE HYDRANT
#4 @ 8"
O.C. EACH
WAY
1/8"
131"
JOSAM #58900 CLEANOUT C.I.
FERRULE AND BRASS PLUG
GRADE
4" THICK - 6" TO 15" PIPE
6" THICK - 18" AND LARGER PIPE
1/2"
SUB GRADE
6"
VARIES
CONCRETE WALK SECTION
2'
1'-6" SQUARE
6"
A
6"
18"
SQUARE
02
1/31/2
CHANNEL BOTTOM
2' MIN
1/4" PER FOOT CROSS SLOPE
(UNLESS OTHERWISE SHOWN)
1" TYP.
LBYD, Inc.
4" CONCRETE PAVEMENT
VARIABLE
VARIES
VARIES
CIVIL DETAILS
STAKE DETAIL 2
TYPICAL PIPE BEDDING AND INITIAL
BACKFILL UNDER UNIMPROVED SURFACES
N.T.S.
CONCRETE BLOCKS OR SAND BAGS
SIZED AS NEEDED (10' O.C.)
FLOW
FRONT VIEW
1.
2.
3.
4.
A STABILIZED PAD OF CRUSHED STONE SPREAD OVER FILTER FABRIC SHALL BE
LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE
TO OR FROM A PUBLIC STREET. THE STONE SHALL BE ALDOT GRADATION NO. 1
STONE, FILTER FABRIC SHALL BE NONWOVEN GEOTEXTILE CLASS IV OR EQUAL.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED
TO TRAP SEDIMENT.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY BY STREET CLEANING (NOT FLUSHING). WHEN
NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
IF THE PAD SLOPE TOWARDS THE ROAD EXCEEDS 2%, A DIVERSION RIDGE 6" - 8"
HIGH WITH 3:1 SIDE SLOPES MUST BE CONSTRUCTED ACROSS THE FOUNDATION
APPROXIMATELY 15' AWAY FROM THE ROAD AND DRAIN INTO A SEDIMENT TRAP OR
BASIN.
CEP
CONSTRUCTION EXIT PAD
N.T.S.
PAVEMENT OR
IMPERVIOUS SURFACE
NOTES:
1. THE WOVEN WIRE FENCING SHALL BE FASTENED TO THE UPSTREAM SIDE OF POSTS
BY STAPLES OF WIRE TIES.
2. GEOTEXTILE FABRIC SHALL BE SECURELY FASTENED TO THE WOVEN WIRE FENCING.
MAINTENANCE SCHEDULE:
REMOVE SEDIMENT DEPOSITS WHEN THEY REACH A DEPTH OF 15" OR 1/2 THE HEIGHT
OF THE FENCE AS INSTALLED TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. SHOULD THE FABRIC OR SILT
FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
SB
CONCRETE BLOCKS OR SAND BAGS
SIZED AS NEEDED (10' O.C.)
SILTSOXX (8", 12", 18" TYP)
WORK AREA
WATER FLOW
SS
ADEM
NOTES:
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2.FILTER MEDIA TO MEET APPLICATION
REQUIREMENTS.
3.FILTER MEDIA TO BE DISPERSED ON SITE,
AS DETERMINED BY ENGINEER.
PLAN
SILT FENCE - TYPE A
N.T.S.
SECTION
EXISTING GRADE
SPECIAL NOTES:
1. SILT FENCE FABRIC SHALL BE PER TABLE SB-1 FROM THE LATEST ALABAMA EROSION
CONTROL HANDBOOK.
2. USE D.O.T. APPROVED WOVEN WIRE FENCE.
3. USE 5' MIN. STEEL POSTS (1.3 LB/FT MIN.).
SiltSoxxTM for Sediment Control on Pavement
N.T.S.
22-20
C6.0
3
LEGEND
NEW SOD, SEE CIVIL
L AT H A N
ARCHITECTS
NEW TOOL-SCORED REINFORCED
CONCRETE SIDEWALK, SEE CIVIL
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
EXISTING HIGH SCHOOL
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
FE
ARCHITECTURAL SITE PLAN
EXISTING MIDDLE SCHOOL
HRasco
22-20
1
ARCHITECTURAL SITE PLAN
A1.1
L AT H A N
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
ARCHITECTS
DEMOLITION PLAN AND
PHOTOS
1
DEMOLITION PLAN
GENERAL DEMOLITION KEY NOTES
EXISTING CONSTRUCTION TO BE REMOVED
HRasco
EXISTING CONSTRUCTION TO REMAIN
EXISTING DOOR AND ASSOCIATED
CONSTRUCTION TO BE REMOVED
EXISTING DOOR TO REMAIN
AREA OF NEW BUILDING FOOTPRINT
DIRECTION OF PHOTO
22-20
A
DEMOLITION PHOTO
A1.2
L AT H A N
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
ARCHITECTS
FE
MAIN LEVEL FLOOR PLAN
HRasco
DOOR PLACEMENT LEGEND
SYMBOLS LEGEND
1
TV FURNISHED BY
OWNER INSTALLED BY GC
MAIN FLOOR PLAN
DOOR FIRE RATING LEGEND
DOOR TYPE
DOOR TYPE + S
(2)
(2S)
NO RATING
WALL TYPE LEGEND
EXTERIOR
WALL
SMOKE BARRIER RATING
CMU
WALL
DOOR TYPE + A
DOOR TYPE + B
DOOR TYPE + C
(2A)
(2B)
(2C)
NEW 4" BRICK VENEER W/ AIR SPACE AND
RIGID INSULATION ON REINFORCED CMU
WITH DAMPPROOFING, PROVIDE BRICK
WALL TIES @ 16" O.C.
45 MINUTE RATING
60 MINUTE RATING
INTERIOR FLOOR
ELEVATION
8" OR 12" CONCRETE MASONRY WALL.
SEE PLAN FOR WALL WIDTH CHANGES
SEE LIFE SAFETY PLAN FOR FIRE RATING
FLOOR DRAIN
8" OR 12" CONCRETE MASONRY WALL
WITH FOAM FILL SOUND ATTENUATION
MARKER BOARD
20 MINUTE RATING
SOUND
ATTENUATION
PARTITION
RECESSED FIRE
EXTINGUISHER
CABINET WITH
EXTINGUISHER
WIND ANGLE
(2D)
90 MINUTE RATING
DOOR TYPE
DOOR RATING
(2E)
180 MINUTE RATING
NEW DOOR AND SWING
COORDINATE W/ ELECTRICAL & MECHANICAL AND PROVIDE
CONCRETE EQUIPMENT PAD AS REQUIRED
EXISTING DOOR
HARDWARE SYMBOL
TORNADO HOLD OPEN
EXTERIOR WINDOW
ELEV. MARK
STOREFRONT
SEE ELEVATIONS AND ROOF PLAN FOR DOWNSPOUT LOCATIONS
SEE CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALKS
FLUSH FRAME
OFFSET FRAME
SHEET NUMBER
ALL PLAN DIMENSIONS ARE TO FACE OF CMU AND TO OUTSIDE OF
BRICK , STONE AND TO FACE OF GYP. BD. UNLESS NOTED OTHERWISE
WINDOWS ARE DIMENSIONED TO THE CENTER LINE
ARCHITECTURAL
LOUVER
SHEET NUMBER
SLOPE FINISH FLOOR TO FLOOR DRAINS. SEE PLUMBING FOR
LOCATIONS OF FLOOR DRAINS.
AREA OF CONCRETE
ROOM NUMBER
EXPANSION JOINT
ELEV. MARK
SHEET NUMBER
DOWNSPOUT WITH
SPLASHBLOCK
ELEV. MARK
PROVIDE BULL-NOSE AT ALL OUTSIDE CMU CORNERS
SHEET NUMBER
PROVIDE NEW MASONRY VENEER TO MATCH EXISTING ADJACENT
MASONRY VENEER ACCORDINGLY AND AS DIRECTED/APPROVED BY
THE ARCHITECT.
INTERIOR ELEVATION
22-20
SLOPE ALL SIDEWALKS AWAY FROM THE BUILDING
SECT. MARK
PHOTO
DOOR TYPE + E
EXTEND & KEY RATED WALLS TO BOTTOM OF ROOF DECK
- SEE LIFE SAFETY DRAWINGS FOR RATED WALL LOCATIONS.
HARDWARE SYMBOL
ELECTRIC WATER
COOLER
CONTROL JOINT
DOOR TYPE + D
DOOR TYPE
DOOR RATING
GENERAL NOTES
CENTERED FRAME
A2.1
L AT H A N
1
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
FE
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
ARCHITECTS
ATTIC FLOOR PLAN
ATTIC FLOOR PLAN
ATTIC FLOOR LEGEND
8" HOLLOW CORE WITHOUT
TOPPING SLAB - (NON RATED)
TOP OF HOLLOW CORE 12'-0" A.F.F.
2 HOUR RATED TORNADO SHELTER CAP
WITH 12" HOLLOW CORE W/
3" TOPPING SYSTEM PER UL DESIGN
J957. APPLY A CLEAR CONCRETE
SEALER OVER SURFACE OF TOPPING
SLAB PRIOR TO TRUSS INSTALLATION.
HRasco
EXISTING ATTIC TO REMAIN.
LOW SLOPE ROOFING SYSTEM AS
SPECIFIED. SEE ROOF PLAN.
METAL ROOFING SYSTEM AS SPECIFIED.
SEE ROOF PLAN.
PROVIDE A UL RATED SMOKE BARRIER
CAP @ THE BOTTOM OF TRUSSES. SEAL
ALL PENETRATIONS AS REQUIRED. SEE
LIFE SAFETY.
GR
METAL STUD GUARDRAIL SYSTEM
MECHANICALLY ATTACHED TO TRUSSES.
OF
OVERFLOW DRAIN
RD
ROOF DRAIN
22-20
2
ATTIC DETAIL
3
ATTIC DETAIL
4
ATTIC DETAIL
A2.2
L AT H A N
CLASSROOM ADDITION TO
B
C
A
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
A
A
LINCOLN HIGH SCHOOL
ARCHITECTS
ROOF LEGEND
NEW STANDING SEAM ROOF
SCOPE OF WORK
RD
ROOF DRAIN
OF
OVERFLOW DRAIN
N.I.C.
NOT IN CONTRACT
G
GUTTER
GEJ
GUTTER EXPANSION JOINT
DS
DOWNSPOUT
SB
SPLASH BLOCK
OFN
OVERFLOW NOZZLE
ROOF PLAN AND ROOF
LEGENDS
ROOF GENERAL NOTES
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS
AND CONDITIONS PRIOR TO BIDDING.
2. EACH INDIVIDUAL EQUIPMENT CONDITION ETC. MAY NOT HAVE A
DETAIL DESIGNATION BUBBLE FOR CLARITY PURPOSES,
HOWEVER, EACH DETAIL APPLIES TO ALL EQUIPMENT,
CONDITIONS, ETC. OF THAT TYPE.
B
NEW TPO ROOF
SCOPE OF WORK
C
MODIFYING EXISTING
STANDING SEAM ROOFING
1
HRasco
3. NEW DOWNSPOUT LOCATIONS SHOWN ON THIS SHEET ARE FOR
GENERAL REFERENCE PURPOSES ONLY. THE CONTRACTOR IS TO
VERIFY PRACTICAL INSTALLATION LOCATIONS (IE. NO
DOWNSPOUTS AT LOCATIONS OF DOORS, WINDOWS, HEAVY
TRAFFIC AREAS, ETC.) PRIOR TO INSTALLING NEW DOWNSPOUTS
(SEE ELEVATIONS).
ROOF PLAN
4. CONTRACTOR TO COORDINATE LOCATIONS OF ROOF
PENETRATIONS WITH ENGINEERING AND/OR ARCHITECT.
5. NEW WORK SHALL ALIGN/ BLEND WITH AND TIE INTO EXISTING
REMAINING WORK AS IF PROVIDED ORIGINALLY.
6. DO NOT CONCENTRATE MATERIAL LOADS ON THE EXISTING
ROOF.
7. PROTECT EXISTING TO REMAIN. SECURE AND PROTECT BUILDING
INTERIOR AND CONTENTS FROM WEATHER DAMAGES AND THEFT
INTRUSION.
8. MAINTAIN THE EXISTING BUILDING DRIED-IN DAILY AS REQUIRED
TO FULLY KEEP RAIN FROM ENTERING, REGARDLESS OF
FAVORABLE WEATHER FORECASTS.
9. PROVIDE CLEAN-UP AND CORRECT ANY DAMAGES TO EXISTING
BUILDING AND GROUNDS.
TPO ROOF SYSTEM R-VALUE
10. MODIFYING EXISTING ROOFING SYSTEM AS REQUIRED TO TIE
INTO AND BLEND INTO NEW ROOFING SYSTEM FOR A COMPLETE
AND WATERTIGHT ROOFING SYSTEM WITH NEW AND EXISTING
COMPONENTS.
11. SEE MECHANICAL, PLUMBING, AND ELECTRICAL FOR ADDITIONAL
ROOF WORK AND PENETRATIONS; MAKE ALL PENETRATIONS
WEATHERTIGHT UNDER ROOFING SCOPE OF WORK.
12. ALL DOWNSPOUTS TO EXIT ON GRADE UNLESS NOTED
OTHERWISE.
13. PROVIDE SPASH BLOCKS AT EACH DOWNSPOUT LOCATION,
COORDINATE WITH CIVIL.
22-20
A2.3
L AT H A N
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
2
VALLEY FLASHING DETAIL
LINCOLN HIGH SCHOOL
1
RIDGE VENT DETAIL
CLASSROOM ADDITION TO
ARCHITECTS
TYPICAL ROOF DETAILS
3
HIP FLASHING DETAIL
4
PIPE FLASHING DETAIL
5
ROOF DRAIN DETAIL
HRasco
A
A
SECTION A
22-20
A2.4
6
GUTTER EJ DETAIL
7
COPING CAP DETAIL
8
OVERFLOW DRAIN DETAIL
9
A2.5
L AT H A N
ARCHITECTS
10
A2.5
11
A2.5
PREFINISHED ALUMINUM LOUVER SYSTEM AS SPECIFIED
CSG
1
4"
CFG
CLEAR FIRE RATED SAFETY GLASS AS SPECIFIED.
TSG
1" TINTED INSULATED LOW-E TEMPERED SAFETY GLASS AS
SPEC.
SCWD
SOLID CORE WOOD DOOR
HMD
HOLLOW METAL DOOR
HMF
HOLLOW METAL FRAME
ASE
PREFINISHED ALUMINUM STOREFRONT ENTRANCE SYSTEM
AS SPECIFIED.
ASF
PREFINISHED ALUMINUM STOREFRONT FRAME SYSTEM AS
SPECIFIED.
THO
TORNADO STORM SYSTEM W/ MECHANICAL HOLD OPENS
DOOR TYPE
(2)
NO RATING
DOOR TYPE + S
(2S)
SMOKE BARRIER RATING
DOOR TYPE + A
(2A)
20 MINUTE RATING
DOOR TYPE + B
(2B)
45 MINUTE RATING
DOOR TYPE + C
(2C)
60 MINUTE RATING
DOOR TYPE + D
(2D)
90 MINUTE RATING
DOOR TYPE + E
(2E)
180 MINUTE RATING
THICK CLEAR TEMPERED SAFETY GLASS.
FLUSH FRAME
OFFSET FRAME
9
NOTES:
1.
PROVIDE LOW-E TSG GLAZING AT ALL WESTERN, EASTERN, AND SOUTHERN
FACING GLAZING. PROVIDE TSG AT ALL NORTHERN FACING GLAZING.
2.
PROVIDE CFG WHERE GLASS IS INDICATED IN RATED DOORS AND WINDOWS.
HEAD DETAIL
CENTERED FRAME
2
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
AL
DOOR FIRE RATING LEGEND
DOOR PLACEMENT LEGEND
LINCOLN HIGH SCHOOL
DOOR AND WINDOW LEGEND
CLASSROOM ADDITION TO
1
DOOR AND FRAME SCHEDULE
LOUVER SCHEDULE
6
HEAD DETAIL
10
JAMB DETAIL
DOOR AND WINDOW
SCHEDULE AND DETAILS
3
STOREFRONT SCHED.
4
WIN. SCHEDULE
5
SILL DETAIL
7
JAMB DETAIL
HRasco
22-20
A2.5
8
JAMB DETAIL
11
SILL DETAIL
L AT H A N
ARCHITECTS
HEAD
JAMB @ CORNER
JAMB
EXTERIOR 12"
CMU & BRICK
1
HOLLOW METAL FRAME DETAILS
2
DETAIL
JAMB
JAMB
JAMB
INTERIOR 8" CMU
CLASSROOM ADDITION TO
HEAD
INTERIOR 12"
CMU
STORM SHELTER
DOORS @ INTERIOR
12" CMU
JAMB
INTERIOR
CMU @ TOILET STALLS
3
DETAIL
4
DETAIL
5
LINCOLN HIGH SCHOOL
HEAD
HEAD
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
HEAD
DETAIL
DOOR DETAILS
HRasco
22-20
6
DETAIL
7
DETAIL
8
DETAIL
9
DETAIL
A2.6
L AT H A N
3
4
DETAIL
DETAIL
5
WIND ANGLE DETAIL
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
2
DETAIL
LINCOLN HIGH SCHOOL
1
DETAIL
CLASSROOM ADDITION TO
ARCHITECTS
PLAN DETAILS
HRasco
22-20
6
CONTROL JOINT DETAIL
7
REFRIGERANT PIPING DETAIL
8
REFRIGERANT PIPING DETAIL
A2.7
L AT H A N
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
BUILDING ELEVATION
LINCOLN HIGH SCHOOL
A
CLASSROOM ADDITION TO
ARCHITECTS
EXISTING BUILDING
TO REMAIN
B
BUILDING ELEVATION
NOTE: MATCH EXISTING MASONRY VENEER, PATTERNS, COLORS,
AND COURSING SUBJECT TO ARCHTECT'S APPROVAL
BUILDING ELEVATIONS
C
BUILDING ELEVATION
A
HRasco
C
NEW
AREA
D
EXISTING
AREA
B
B
EXISTING
AREA
22-20
A3.1
D
BUILDING ELEVATION
KEY PLAN
L AT H A N
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
3
BUILDING SECTION
2
BUILDING SECTION
CLASSROOM ADDITION TO
1
BUILDING SECTION
LINCOLN HIGH SCHOOL
ARCHITECTS
BUILDING SECTIONS
2
4
1
HRasco
3
EXISTING
AREA
NEW
AREA
3
2
1
4
EXISTING
AREA
22-20
4
BUILDING SECTION
5
BUILDING SECTION
KEY PLAN
A3.2
1
WALL SECTION
2
WALL SECTION
3
WALL SECTION
4
WALL SECTION
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
L AT H A N
ARCHITECTS
WALL SECTIONS
HRasco
22-20
A3.3.1
1
WALL SECTION
2
WALL SECTION
3
WALL SECTION
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
L AT H A N
ARCHITECTS
WALL SECTIONS
HRasco
22-20
A3.3.2
1
WALL SECTION
2
WALL SECTION
3
WALL SECTION
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
L AT H A N
ARCHITECTS
WALL SECTIONS
HRasco
22-20
A3.3.3
1
4
ROOF DETAIL
ROOF DETAIL
2
ROOF DETAIL
5
OVERFLOW NOZZLE DETAIL
3
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
L AT H A N
ARCHITECTS
ROOF DETAIL
DETAILS
HRasco
22-20
A3.4
1
3
ROOF DETAIL
ROOF DETAIL
2
4
WALL SECTION
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
L AT H A N
ARCHITECTS
ROOF DETAIL
DETAILS
HRasco
22-20
A3.5
L AT H A N
1
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
ARCHITECTS
ENLARGED ELEVATION
3 DETAIL
ENLARGED ENTRY PLAN,
ELEVATIONS AND DETAILS
SYMBOLS LEGEND
TV FURNISHED BY
OWNER INSTALLED BY GC
RECESSED FIRE
EXTINGUISHER
CABINET WITH
EXTINGUISHER
INTERIOR FLOOR
ELEVATION
FLOOR DRAIN
DOOR TYPE
DOOR RATING
DOOR TYPE
DOOR RATING
WIND ANGLE
HRasco
EXISTING DOOR
HARDWARE SYMBOL
TORNADO HOLD OPEN
EXTERIOR WINDOW
ELEV. MARK
STOREFRONT
SHEET NUMBER
ELECTRIC WATER
COOLER
MARKER BOARD
NEW DOOR AND SWING
HARDWARE SYMBOL
ARCHITECTURAL
LOUVER
SECT. MARK
SHEET NUMBER
AREA OF CONCRETE
ROOM NUMBER
ELEV. MARK
ELEV. MARK
SHEET NUMBER
SHEET NUMBER
CONTROL JOINT
EXPANSION JOINT
PHOTO
DOWNSPOUT WITH
SPLASHBLOCK
2
ENLARGED FLOOR PLAN
INTERIOR ELEVATION
22-20
A3.6
L AT H A N
ARCHITECTS
11
1
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
CLASSROOM ADDITION TO
4
EXTERIOR STAIR & RAMP SECTION
LINCOLN HIGH SCHOOL
FE
HANDRAIL DETAIL
ENLARGED ATTIC PLAN
STAIR PLANS, SECTIONS
AND DETAILS
3
EXTER. STAIR & RAMP
5
INTERIOR STAIR SECTION
HRasco
22-20
A4.1
2
ENLARGED MAIN PLAN
6
HANDRAIL DETAIL
7
STAIR DETAIL
8
STAIR DETAIL
9
STAIR DETAIL
10
GUARDRAIL DETAIL
F.D.
2
ENLARGED
FLOOR PLAN
3
ENLARGED
FLOOR PLAN
A
42" S.S. GRAB BAR
B
36" S.S. GRAB BAR
C
COAT HOOK
D
ELECTRIC HAND DRYER
E
FEMININE NAPKIN DISPOSAL
F
SOAP DISPENSER - OWNER FURNISHED,
CONTRACTOR INSTALLED
G
TOILET TISSUE DISPENSER - OWNER FURNISHED,
CONTRACTOR INSTALLED
H
FRAMED MIRROR 18" X 30"
J
MOP HOLDER
L AT H A N
ARCHITECTS
E
C
D
G
D
CLASSROOM ADDITION TO
D
E
C
G
H
H
E
C
F
C
H
F
A
H
F
G
E
G
B
H
F
G
G
H
F
A
H
F
B
C
C
H
4
1
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
D
LINCOLN HIGH SCHOOL
J
5
ELEVATION
ELEVATION
ENLARGED FLOOR PLAN
ENLARGED PLANS, PLUMBING
ELEVATIONS, AND DETAILS
6
7
ELEVATION
ELEVATION
8
DETAIL
HRasco
22-20
9
DETAIL
10
DETAIL
11
DETAIL
12
DETAIL
A5.1
L AT H A N
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
ARCHITECTS
FE
1
MAIN FLOOR PLAN
CASEWORK PLAN AND
ELEVATIONS
2
ENLARGED
FLOOR PLAN
3
ELEVATION
4
5
ELEVATION
ELEVATION
6
ELEVATION
HRasco
22-20
A6.1
7
ELEVATION
8
ELEVATION
9
ELEVATION
L AT H A N
1
SECTION
2
SECTION
3
SECTION
4
SECTION
5
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
ARCHITECTS
SECTION
CASEWORK SECTIONS
HRasco
22-20
6
SECTION
7
SECTION
8
SECTION
9
SECTION
A6.2
L AT H A N
ARCHITECTS
R
R
R
R
R
GB-80
R
R
R
R
R
R
R
L1-98
GB-70
R
R
R
R
R
R
R
R
GB-88
R
R
L1-86
R R
R
R
R
R
R
GB-80
L1-96
MGB-810
R
ML-90
R
ML-90
R
ML-90
R
R
R
R
R
R
R
GB-88
GB-88
R
R
GB-88
R
MGB-810
R
ML-90
GB-88R
R
GB-88
R
R
R
R
R
R
R
R
L1-90
R
L1-98
L1-96
R
ML-90
ML-90
MGB-88
R
R
R
ML-90
R
R
R
ML-90
ML-90
ML-90
R
GB-74
R
R
GB-V
R
R
GB-88
R
L1-90
CMU-88
GB-80
GB-80
L1-96
L1-98
R
R
R
GB-88
GB-94
R
L1-96
GB-88
GB-80
R
L1-96
R
R
R
EGB-100
L1-96
R
R
R
L1-96
CLASSROOM ADDITION TO
R
R
L1-96
R
EGB-100
L1-96
R
GB-80
R
GB-80
R
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
R
LINCOLN HIGH SCHOOL
R
L1-90
ML-90
R
MGB-88
1
MAIN FLOOR REFLECTED CEILING PLAN
REFLECTED CEILING PLAN
AND DETAILS
CEILING NOTES
AFF = ABOVE FINISH FLOOR
ALL CEILING HEIGHTS ARE FROM ADJACENT FINISHED FLOOR
CEILING HEIGHTS INDICATED ARE MINIMUM HEIGHTS. COORDINATE
W/ PLUMBING, MECHANICAL, AND ELECTRICAL TO INSTALL
CEILINGS AS HIGH AS POSSIBLE.
ALL CEILING GRIDS ARE TO BE CENTERED IN ROOM UNLESS
SHOWN OR NOTED OTHERWISE
USE 2x4 LAY-IN CEILING TILES CUT TO FIT AT ALL LOCATIONS LESS
THAN 12" AT PERIMETER OF ROOM. WHERE 2x4 TILES OCCUR THEY
SHALL MATCH SPECIFIED TILE AS INDICATED FOR EACH ROOM.
HRasco
COORDINATE W/ PLUMBING, MECHANICAL AND PLUMBING
DRAWINGS AND PROVIDE FRAMING AS REQUIRED TO
ACCOMMODATE MECHANICAL AND PLUMBING SYSTEMS
R - 1" REVEAL AT ALL GYPSUM SOFFITS; HORIZONTAL AS SHOWN,
EXTEND VERTICAL - PAINTED TO MATCH SOFFIT
LIGHTING/ELECTRICAL NOTES
2
DETAIL
3
DETAIL
4
DETAIL
COORDINATE LIGHTING LAYOUTS WITH ELECTRICAL DRAWINGS.
CONTACT ARCHITECT WITH ANY DISCREPANCIES
CEILING LEGEND
FIXTURE TYPES - SEE ELECTRICAL
GB - GYPSUM BOARD, PAINTED
74 = 7'-4" AFF
EGB - EXTERIOR GYPSUM BOARD, PAINTED
78 = 7'-8" AFF
L1 - 2 x 2 LAY-IN AS SPECIFIED
86 = 8'-6" AFF
ML - MOISTURE RESISTANT LAY-IN AS SPECIFIED
88 = 8'-8" AFF
MGB - MOISTURE RESISTANT GYP BOARD AS SPECIFIED
90 = 9'-0" AFF
CMU - CMU LINTEL - PAINTED TO MATCH SOFFIT
96 = 9'-6" AFF
R - 1" REVEAL AS SPECIFIED
98 = 9'-8" AFF
REFER TO FINISH SYMBOLS ON PLAN FOR
MATERIALS AND CEILING HEIGHTS
CEILING
TYPE
L1-90
CEILING
HEIGHT
100 = 10'-0" AFF
22-20
A7.1
FE
1
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
CLASSROOM ADDITION TO
GB-V
L AT H A N
ARCHITECTS
ATTIC REFLECTED CEILING PLAN
ATTIC REFLECTED CEILING
PLAN
HRasco
22-20
A7.2
FINISH PATTERN LEGEND
STC
L ATH A N
ARCHITECTS
BFC
NOTES
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
LINCOLN HIGH SCHOOL
INTERIOR FACE OF ENTIRE EXISTING WALL
RECEIVING ANY PORTION OF NEW WORK
SHALL BE REPAINTED, CORNER TO
CORNER, FOR A COMPLETE AND FINISHED
APPEARANCE. COORDINATE AND MATCH
EXISTING WALL COLOR WITH OWNER AND
ARCHITECT
CLASSROOM ADDITION TO
1.
CC
BFC
FE
1
MAIN FLOOR FINISH PLAN
2
ENLARGED VCT PATTERN
FINISH FLOOR PLAN AND
ENLARGED VCT PATTERNS
3
ENLARGED VCT PATTERN
HRasco
22-20
4
ENLARGED VCT PATTERN
A8.1
FINISH LEGEND
ITEM NAME / NUMBER
NOTES
PAINT
PNT-1
SHERWIN WILLIAMS
-
WALL PAINT
PNT-2
SHERWIN WILLIAMS
-
TRIM PAINT
PNT-3
SHERWIN WILLIAMS
-
SOFFIT PAINT
CERAMIC WALL TILE
CWT-1
DALTILE
COLOR WHEEL COLLECTION - GLAZED CERAMIC; COLOR: TBD
INSTALLED AS SHOWN ON INTERIOR ELEVATIONS
GROUT
G-1
-
-
RESILIENT FLOORING
VCT-1
ARMSTRONG
STANDARD EXCELON IMPERIAL TEXTURE - EARTHSTONE GREIGE
VCT-2
ARMSTRONG
STANDARD EXCELON IMPERIAL TEXTURE - CLASSIC BLACK
INSTALLED AS SHOWN ON FINISH PLAN
VCT-3
ARMSTRONG
STANDARD EXCELON IMPERIAL TEXTURE - ADOBE
INSTALLED AS SHOWN ON FINISH PLAN
INSTALLED AS SHOWN ON FINISH PLAN
ROOM
ROOM NAME
NO.
FLOOR
BASE
MILLWORK
FACE
TOP
WALL PAINT (PROJECT NORTH)
NORTH SOUTH EAST WEST
TRIM
CEILING/
NOTES
SOFFIT PAINT
LOWER LEVEL
1
-
STAIR
RB-1
-
-
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
RB-1
-
-
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
PNT-3
EPOXY PAINT ON ALL WET WALLS
RB-1
-
-
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
PNT-3
EPOXY PAINT ON ALL WET WALLS
-
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
-
-
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
PNT-3
-
A101
CORRIDOR
VCT-1,2,3,4,5
A102
CORRIDOR
VCT-1,2,3,4,5
A103
CORRIDOR
VCT-1,2,3,4,5
RB-1
-
A104
CORRIDOR
VCT-1
RB-1
-
A105
TEACHER WORKROOM
A106
MECHANICAL
-
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
CC
-
-
-
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
EPOXY PAINT ON ALL WET WALLS
-
JANITOR
STC-1
CTB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
A108
MECHANICAL
STC-1
CTB-1
-
-
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
A109
TOILET
STC-1,2,3,4
CTB-1
PL-2
SS-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
PNT-3
EPOXY PAINT ON ALL WET WALLS. SEE 4/A5.1 FOR WALL TILE
STC-1,2,3,4
A107
VCT-4
ARMSTRONG
STANDARD EXCELON IMPERIAL TEXTURE - STERLING
INSTALLED AS SHOWN ON FINISH PLAN
A110
TOILET
CTB-1
PL-2
SS-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
PNT-3
EPOXY PAINT ON ALL WET WALLS
VCT-5
ARMSTRONG
STANDARD EXCELON IMPERIAL TEXTURE - FORTRESS WHITE
ACCENT TILE - INSTALLED AS SHOWN ON FINISH PLAN
A111
CLASSROOM
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
PNT-3
-
COATED CONCRETE
A112
CLASSROOM
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
PNT-3
-
CC
A113
CLASSROOM
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
PNT-3
-
SHERWIN WILLIAMS
SEE SPECIFICATION
WALL BASE
RB-1
ERB-1
CTB-1
-----SPARTACOTE
DALTILE
PAINT GRADE WOOD; PNT-9
MATCH COLOR TO ERF-1
MATCH COLOR TO ERF-1
PLASTIC LAMINATE
PL-1
WILSONART
-
PL-2
WILSONART
-
SOLID SURFACE COUNTERTOPS
SS-1
CORIAN SOLID SURFACE
4" HIGH
4" HIGH
4" HIGH (W/ QUADEC-K TRIM)
A114
CLASSROOM
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
A115
CLASSROOM
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
-
PNT-2
-
-
CLASSROOM
VCT-1
RB-1
A117
CLASSROOM
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
A118
CLASSROOM
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
-
A116
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
A119
CLASSROOM
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
A120
ADF
VCT-1
RB-1
PL-1
PL-1
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
-
CC
-
-
-
PNT-1
PNT-1
PNT-1
PNT-1
PNT-2
-
-
L AT H A N
ARCHITECTS
UPPER LEVEL
A201
ATTIC
-
-
COLOR: TBD
STC-2
-
COLOR: TBD
STC-3
-
COLOR: TBD
STC-4
-
COLOR: TBD
CLASSROOM ADDITION TO
STAINED CONCRETE
STC-1
DOOR STAIN
DS-1
1
2
MASONITE ARCHITECTURAL WHITE BIRCH (PLAIN SLICED); ---------------------------------------
FLOOR PATTERN DETAIL
TRANSITION DETAIL
3
TRANSITION DETAIL
4
78989 AL HIGHWAY 77, LINCOLN, ALABAMA 35096
TALLADEGA COUNTY BOARD OF EDUCATION
MANUFACTURER
LINCOLN HIGH SCHOOL
ITEM
FINISH SCHEDULE
TRANSITION DETAIL
FINISH SCHEDULE, LEGEND,
AND DETAILS
HRasco
22-20
A8.2
L AT H A N
ARCHITECTS
L AT H A N
ARCHITECTS
L AT H A N
ARCHITECTS
L AT H A N
ARCHITECTS
L AT H A N
ARCHITECTS
L AT H A N
ARCHITECTS
L AT H A N
ARCHITECTS
L AT H A N
ARCHITECTS